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WS-11-1670• Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 165268 Scheduled Inspection Date: October 17, 2011 Inspector: Bruhn, Norman Owner: PAULSEN, CARL Job Address: 400 NE 101 Street Miami Shores, FL Permit Number: WS -9 -11 -1670 Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number (305)754 -9370 Parcel Number 1132060170480 Building Department Comments REPLACE FRONT DOOR Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 164324. No Access. NB October 14, 2011 For Inspections please call: (305)762 -4949 Page 26 of 31 i Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number x� t Replacei enl APPROVED Expiration: 03/17/2012 Applicant 400 NE 101 Street Miami Shores, FL 1132060170480 Block: Lot: CARL PAULSEN Owner Information Address Phone Cell CARL PAULSEN 400 NE 101 Street MIAMI SHORES FL 33138 Contractor(s) HOME OWNER Phone Cell Phone (305)754 -9370 Valuation: Total Sq Feet: $ 1,900.00 0 Type of Work: REPLACE FROONT DOOR No of Openings: 1 Additional Info: Classification: Residential Scanning: 2 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $2.00 $2.00 $0.40 $110.00 $6.00 $1.60 $123.20 Pay Date Pay Type Invoice # WS -9 -11 -42002 09/12/2011 Credit Card 09/23/2011 Credit Card Amt Paid Amt Due $ 50.00 $ 73.20 $ 73.20 $ 0.00 Available Inspections: Inspection Type: Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. September 23, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date September 23, 2011 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type. � / n d OWNER: Name (Fee Simple Titleholder): l� 2 - • Po J L e'�i Phone #: 3 '5� 17S `/ -` 37 Address: ukOD N (0 1 Sd UILDING ROOFING �SEP 1 2 2011 vi _sk Permit No: UU I 1 L (f Master Permit No. City: n 1 C,� 1 S ®ray State: 1 a Zip: � 3� Tenant/Lessee Name: S (a Mil- Phone #: Email: e- 0 Q = I S o . WL'b' JOB ADDRESS: U(ND N--e, to a. City: Miami Shores County: Miami Dade Zip: 331'32 Folio/Parcel #: Is the Building Historically Designated: Yes NO X Flood Zone: CONTRACTOR: Company Name: CCA2 CL A, f A' 11 ° `^A Phone #: 6C -71 Co 32-k, Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone#: ,Value of Work for this Permit: $ 4,90.00 Square/Linear Footage of Work: Type of Work: Addition ❑Alteration New *epair/Replace ❑Demolition Description of Work: R p 1 el, �P n'� T-30 C • ********** *O* * * * * * * * * * * * **** * * * *OO* * ** *Fe s * * *** :** **** ***** x :x: * * *** * * * *** * * * * *M * * * * * * ** Submittal Fee $ 0. 00 Permit Fee $ 1 ( 0 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 61/0 c Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will '"e app and a reinspection fee will be charged. Signature Owner or Agent 7° Contractor The foregoing instrument was acknowledged before me this t2 The foregoing instrument was acknowledged before me this day of ` , 20 I , by 0421_ Ig( k-X r , day of , 20 _, by who is personally known to me or who has produced I V who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. o\' ° ° °1I°e Mt% /, NOTARY PUBLIC: Ve NOTARY PUBLIC: ' >, Sign: _ Sign: Print: = V. _el-, , sa, Z Print: My Commission Expires: % `i ® `, �` y p G. y e. My Commission Expires: `/ p// /./b •.... 1/110 ***************************** ********** *******Ha$a$aHaHa$a$a :gs sk $ s$s$ eskakLkakaki k= k= kaksks$ sks$= k$: sk= ksFse$$ e*gsa$ a gak=kH=9kakskak**skgaak=k=ksk =k9F9k=k*=knk APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 042k. 0 ER BUILDER DISCLOSURE STATEMENT NAME: c�,v l S -Q ) DATE: c 12 I I ADDRESS: Liao N cL O S-4/ Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or ligdips@ numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built ..tantially improved it for sale or lease, which violates the exemption. Initial 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property . Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. A Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or htto : / /www.mvfloridalicense.com /dbpr /pro /cilbfindex.html Initial V 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the informati that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying, whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. +;c Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retUrned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was: acknowledged before me this °�-` day of , 20 ( ( By CALL who was personally known to me or who has CT Permit No: 11 -1670 Job Name: September 13, 2011 1 of 1 Miami Shores Viiiage Building Department Building Critique Sheet 1) Provide a layout if the house showing the location of the work. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 0I g Jr 0'p ZOW: ZD SEP 1 3.20U D jFTL(7O 15.00 rA !E5 tAM CP -41 o� COMPLIANCE WITH ALL FEDERAL SUBJECT TO COM Rr� i II ATInNS STATE AND COUNTY RULES AND N.. 4 AVENUE RF5/t7EIVr /44 fool Foe c4R1. /94/14 SEN 400 ME /®/ 57NEE1 M/.4/1/ ShVizE4 PLOR /PA 3�5- 754 -33 Z0 KSM 11WR, z7m5 3375 sai 77th QYENVE ,4PARYJ'ENT la?6 M /•4M /, Ph OR /P,4 33/56 (395) 77 1- -9563 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING EXTERIOR ZONE 5 PRESSURES INTERIOR ZONE 4 PRESSURES Mean Roof DESIGN PRESSURES (PSF) - Zone 4 10 Tributary Area (Sq Ft) Tributary Area (Sq Ft) Height 10 15 20 25 30 35 40 45 50 0 -15 ft -50A -49.2 +46.5 +452 - 48.3 +44.4 -47.8 +43.7 -47.1 +43.1 -46.6 +42.7 -46.2 +42.3 -45.9 +41.9 -45.5 +41.6 16 ft -51.1 - 49.8 -49.0 .48.3 -47.7 -47.3 -46.8 -46.5 -46.2 -63.1 +47.1 +45.9 +45.0 +44,3 +43.7 +43.3 +42.9 +42.5 +42.2 18 ft -52.4 -51.1 +48.3 +47.0 -50.2 +48.1 -49.5 +45.4 -48.9 +44.8 -48.4 +44.3 - 48.0 +43.9 - 47.7 +43.6 -47.3 +43.2 20 ft - 53.5 -52.2 +49.4 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 -49.5 +45.3 - 49.1 +44.9 - 48.7 +44.5 -48.4 +44.2 22 ft -54.6 -53.3 +50.4 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -60.5 +46.3 -50.1 +45.8 - 49.7 +45.4 -49.4 +45.1 24 ft -55.6 -54.3 +51.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 26 ft -56.6 -55.2 +52.2 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 -56.1 +53.0 +51.6 -55.1 +50.6 - 54.3 +49.8 -53.7 +49.2 -53.2 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 -56.9 +53.8 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 -57.7 +54,5 +53.1 -58.7 +52.0 -55.9 +51.3 -55.2 +50.6 -54.7 +50.1 -54.2 +49.6 -53.8 +49.2 -53.4 +48.8 34 ft -59.9 -58.4 +552 +53.7 -57.4 +52.7 -56.6 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 +502 -54.5 +49.8 -54.1 +49.4 36 ft -60.6 -59.1 +55.9 +54.4 -58.1 +53.3 -57.3 +52.5 -56.6 +51.9 -58.1 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -81.3 -59.8 +56.5 +55.0 58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -58.7 +51.9 -56.2 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft - 62.0 -60.5 +57.1 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -56.4 +51.5 -56.0 +51.1 42 ft -62.6 -61.1 +57.7 +562 -60.0 +55.1 -59.2 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -56.6 +51.7 44 ft -63.2 -61.7 +58.3 +56.7 -60.6 +55.7 -59.7 +54,8 - 59.1 +54.1 -58.5 +53.5 -58.0 +53.0 -57.5 +52.6 -57.1 +52.2 46 ft - 83.8 -82.3 +58.8 +57.3 -61.2 +56.2 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 -58.5 +53.5 -58.1 +53,1 -57.7 +52.7 48 ft -64,4 -62.8 +59.4 +57.8 51.7 +56.7 - 60.8 +55.8 - 60.1 +55.1 -59.6 +54.5 - 59.0 +54.0 -58.6 +53.8 -58.2 +53.1 50 ft -64.9 -63.4 +59.9 +58.3 -62.2 +57.2 -61.4 +58.3 -60.7 +55.6 -80.1 +55.0 -59.5 +54,5 -59.1 +54.0 -58.7 +53.6 52 ft -65.5 -63.9 +80.4 +58.8 -62.8 +57.6 -61.9 +56.8 -61.2 +56.1 50.6 +55.4 -60.0 +54.9 -59.6 +54.5 -59.2 +54.0 54 ft - 88.0 54.4 +60.8 +59.2 -83.3 +58.1 52.4 +57.2 - 61.7 +56.5 - 61.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 56 ft - 88.5 -64.9 +61.3 +59.7 - 83.7 +58.5 -82,9 +57.7 -62.1 +56,9 -61.5 +58.3 -81.0 +55.8 -60.5 +55.3 -80,1 +54.9 60 ft - 67.5 -65.8 +62.2 +60.6 - 64.7 +59.4 - 63.8 +58.5 -63.0 +57.8 -62.4 +57.1 -61.9 +58.6 - 61.4 +58.1 81.0 +55.7 z rl 0, 8 REMARKS DRWN CHKD Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -822 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 +46.5 +452 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -63.1 -60.6 -58.8 -57.5 -56.3 -55.4 -54.6 -53.9 -532 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +422 18 ft -64.6 -62.1 -60.3 -58.9 -57.8 -56.8 -55.9 -552 -54.5 +48.3 +47.0 +46.1 +45.4 +44.8 +44,3 +43.9 +43.6 +43.2 20 ft -66.1 - 63.5 -61.6 -602 -59.0 -58.1 -57.2 -56.4 -55.8 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +442 22 ft -67.4 +50.4 - 64.8 +49.0 -62.9 +48.1 - 81.4 +47,4 -602 +46.8 -59.2 +46,3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 - 66.0 +49.9 - 64.1 +49.0 -62.8 +482 -61.4 +47.6 -80.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 28 ft -69.8 +522 - 67.1 +50.8 - 65.1 +49.8 -63.6 +49.1 -62.4 +48.4 -61.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft -70.9 +53.0 - 682 +51.6 - 662 +50.6 - 64.6 +49.8 - 63.4 +49,2 - 62.3 +48.7 - 61.4 +48.2 -60.8 +47.8 -59.9 +47.4 30 ft - 72.0 +53.8 -692 +52.3 -67.1 +51.3 55.6 +50.6 -64.3 +49.9 - 632 +49.4 - 62.3 +48.9 -81.5 +48.5 -80.7 +48.1 32 ft -73.0 +54,5 -70.1 +53.1 -68.1 +52.0 -68.5 +51.3 -65.2 +50.6 - 64.1 +50,1 -83.1 +49.6 , -62.3 +492 , 51.6 +48.8 34 ft -73.9 +552 -71.0 +53.7 -68.9 +52.7 - 67.3 +51.9 -66.0 +51.3 - 64.9 +50.7 -64.0 +50.2 -63.1 +49.8 -62.4 +49.4 36 ft -74.8 +55.9 -71.9 +54.4 -69.8 +53.3 -88.1 +52.5 -66.8 +51.9 -65.7 +51.3 54.7 +50.8 -83.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 - 70.6 +54.0 -68.9 +53.1 -67.6 +52.5 -66.5 +51.9 -65.5 +51.4 -84.6 +51.0 -63.8 +50.6 -76.5 -73.5 - 71.3 -69.7 - 68.3 - 872 - 66.2 - 65.3 -64.5 40 ft +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 ft -77.3 +57.7 -74.2 +562 -72.1 +55.1 -70.4 +54.3 -69.0 +53.6 - 87.9 +53.0 -66.9 +52.5 -66.0 +52.1 -65.2 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 -69.7 +54.1 58.5 +53,5 -67.5 +53.0 56.6 +52.6 55.8 +522 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +582 -71.8 +55.3 -70.4 +54.6 - 69.2 +54.0 - 68.2 +53.5 -67.3 +53.1 -68.5 +52.7 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 - 69.8 +54.5 58.8 +54.0 57.9 +53.6 -67.1 +53.1 50 ft -802 +59.9 -77.0 +58.3 -74.8 +57.2 -73.0 +56.3 -71.6 +55.6 - 70.4 +55.0 - 69.4 +54.5 -88.5 +54.0 -67.6 +53.6 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 +56.8 -72.2 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -68.2 +54.0 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -742 +57.2 -72.8 +56.5 -71.6 +55,9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 56 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 59.3 +54.9 60 ft -83.3 +62.2 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -73.2 +57.1 -72.1 +56.6 -71.1 +58.1 -70.3 +55.7 DATE INIT ISSUE CL FLB 04/19/06 REVISE FOR 07 FBC TSB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNAROC, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES. FOR ALT Kd ' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. �-I ® I-@ I ELEVATION WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT ENGINEERING EXPRESS' 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885 BUILDING CODE COMPLIANCE PRODUCT CONTROL DIVISION NOTICE OF ACCEPT F.P.G. Wholesale, Inc. 7190 Coral Way Miami, FL 33155 SCOPE: SEP 1 MIAMI -DADE COUNTY, FLORID METRO -DADE FLAGLER BUILDING R STREET, SUITE 1107 MI, FLORIDA 33130 -1563 902 FAX (305) 372 -6339 kf'ILI tn' `' Riami Shores Villb` eeESTILAGL, MT .mm • - =`lam ZONING DEPT BY (305) 375 - vC TjiAmir BLDG DEPT Ba lCV81REPMFFe ii a i sF�g the u pruitIncidimsdimironrinal ,l gl}Ei Founty ade.Gov /buildingcode This NOA is being issued under e of construction materials. The documentation s 'roduct Control Division and accepted by the Board of Rules and Appeals (tsORA) �o be u�cu �v�� ni -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AH.1 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Condoor Impact" 8'0" Outswing Opaque Wood French Door w/ wo Sidelites - L.M.I. APPROVAL DOCUMENT: Drawing No. W10 -11, titled "Series Out -Swing Wood Patio Door (L.M.I.) ", sheets 1 through 8 of 8, dated 03/11/09 with revision "A" dated 06/30/10, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Approval stain with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Con MISSILE LABELIN following state RENEW no chang TE in the materta arge and Small Missile Impact Resistant. a permanent label with the manufacturer's name or logo, city, state and County Product Control Approved ", unless otherwise noted herein. nsidered after a renewal application has been filed and there has been code negatively affecting the performance of this product. occur after the expiration date or if there has been a revision or change s, us an manu1° cture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMMDADE COUNTY APPROVED NOA No. 10-0503.03 Expiration Date: August 25, 2015 Approval Date: August 25, 2010 Page 1 F.P.G. Wholesale, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10 -11, titled "Series Out -Swing Wood Patio Door (L.M.I.) ", sheets 1 through 8 of 8, dated 03/11/09 with revision "A" dated 06/30/10, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked-up drawings and installation diagram of OS French door, prepared by Hurricane Engineering and Testing, Inc., Test Reports No.'s HETI -09 -2501, HETI- 08- 2119A, HETI- 08 -2119B and HETI -08 -2172, dated November 23, 2009 revised dated July 15, 2010, all signed and sealed by Candido F. Font, P. E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 12/14/09, signed and sealed by Javad Ahmad, P. E. Complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC - 2007, dated December 10, 2009, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Reports No.'s HETI -09 -2501, HETI- 08- 2119A, HETI- 08 -2119B and HETI -08 -2172, issued by Hunicane Engineering and Testing, Inc., dated November 23, 2009 revised dated July 15, 2010, all signed and sealed by Candido F. Font, P. E. F. OTHERS 1. None. E -1 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 10- 0503.03 Expiration Date: August 25, 2015 Approval Date: August 25, 2010 6' MAX. HEAD /SILL 101 SURFACE BOLT LENGTHS 96" LEAF HT. = 42' LONG (—Be LEAF HT. 30" LONG 80' LEAF HT. 26' LONG CONCEALED FLUSH BOLTS 5" MAX. HEAD /SILL CORNERS III w / \ ID ACTIVE 36" MAX. LEAF WIDTH \ •-I • \, • CONCEALED FLUSH BOLTS 37 3/4" MAX. 74 1/2" MAX. FRAME WIDTH LEAF WIDTH OUT —SWING WOOD PATIO DOOR APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE LITES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 6° MAX. HEAD /SILL 24' MAX. D.L.O. 22 1 /8' D.L. OPG. gi \ W N ID N. \ \ ACTIVE / / .,. / INACTIVE 36" MAX. LEAF WIDTH I I r 37 3/4" MAX. ca 5" MAX. HEAD /SILL CORNERS 2 4 37 3/4" MAX. ISO 1/2" MAX. LEAF WIDTH =ELITE WIDTH FRAME WIDTH TYPICAL ELEVATION .J ce 0 0 0 a- 00 3 Z 5 O C 0 n 0 0 a SOLID WOOD INSERTS LARGE MISSILE IMPACT THESE DOORS /SIDELITES ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. THE APPROVED PRODUCTS NOTED HEREIN ARE EXEMPT FROM PRESERVATIVE TREATMENT PER 2326.2.1 OF THE FLORIDA BUILDING CODE WHICH EXEMPTS WOOD SPECIES LISTED AS 'DURABLE'. THE SPECIFIC PRODUCTS HEREIN ARE EXEMPTED WOOD SPECIES BASED ON USDA LISTING AND MUST HAVE A SPECIFIC GRAVITY EQUAL TO OR HIGHER THAN THE REFERENCED SPECIES. Engr JAVAD AMMO OVIL FLA. PE # 70592 CAN. 3538 Annoved >e complying the De9e�,z.. 'i2 1C7 PIOAS+i:.= 003 4 -.3 By 0 0 G 0 drawing no. W10 -11 sheet 1 of 8 SINGLE LEAF (X) OR DOUBLE LEAF (X%) DOORS DESIGN LOAD CAPACITY - PSF l I- II/16" THK. LEAF WIDTH LEAF HEIGHT WOOD PANEL FT. /IN. FT. /IN. EXT. ( +) INT. ( -) 2/0 60.0 60.0 2/6 8/0 60.0 60.0 3/0 60.0 60.0 LEAF WIDTH { X LEAF WIDTH LEAF WIDTH { f \ XX DECORATIVE MOLDING OPTIONAL STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF l I -11/ 6" THK. WIDTH (W) LEAF HEIGHT WOOD PANEL FT. /IN. FT. /IN. EXT. ( +) INT. ( -) 2/0 60.0 60.0 2/6 8/0 60.0 60.0 3/0 60.0 60.0 1- It /16" THK. INSERT SOU) WOOD OR LAMINATED WOOD 6D X I -3/4" LONG BRAD NAILS 1" FROM ENDS & 3" O.C. MAX. g 4 W GLAZING DETAIL WIDTH WI I I WI W2 W1 rw1 W2 wl W2 WIDTH (W) a W1 + W2 (FOR DOORS WITH SIDELDES) 2 Engr. JAVAD AHMAD FLA PE # 70592 CAN. 3538 Move as complying idth die TVi6 OA- - - - - 3.Cr3 LiwatIrf O 122 0 0, 0. v CC O8 °gv- g O aao 0 t j X 8.zen-rg O a U d CC O 0 a_ 0 8 (9 z N 0 m Z LO 5 r M io o � J U L 2 0.. , Iin Ili ji s drawing no. W10 -11 sheet 2 of 8 ) l /// \ WIDTH (W) a W1 + W2 (FOR DOORS WITH SIDELDES) 2 Engr. JAVAD AHMAD FLA PE # 70592 CAN. 3538 Move as complying idth die TVi6 OA- - - - - 3.Cr3 LiwatIrf O 122 0 0, 0. v CC O8 °gv- g O aao 0 t j X 8.zen-rg O a U d CC O 0 a_ 0 8 (9 z N 0 m Z LO 5 r M io o � J U L 2 0.. , Iin Ili ji s drawing no. W10 -11 sheet 2 of 8 ) LEAF WIDTH LEAF WIDTH_. LEAF WIDTH LEAF WIDTH P LEAF WIDTH �I1 i LEAF WIDTH LEAF WIDTH LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIOUS FINISHES AND DECORATIVE MOULDINGS GLAZED WITH SOLID WOOD INSERTS ARE ALSO ALLOWED. MINIMUM DIMENSIONS: TOP AND 80TTOM RAILS 5 -1 /2" LOCK AND HINGE STILES 5 -1 /2" INTERMEDIATE STILES 5 -1/2" 'LEAF WIDTH u LEAF WIDTH LEAF WIDTH Engn JAVAD AHHAO CAL FIA CAN. PE 70592 C-)'1/r. 1�fl 24 9 10 Approred as flan/44146e. Ftnnd 1 a•= tc2f4 /O r1OM,am saaarrom�aCala 03 Dig By J 0 0 0 0 Z in 0 S a k drowing no. W10 -11 (sheet 3 of 8 BOLT \ Q g SUPPORT ALUM STRAP FASTENED (2) #8 X w AT HEAD/SILL 1- ALUM STRIKE BRACKET EMBEDED IN WITH /4° SMS PLATE POLYURETHANE WOOD GLUE TYPICAL ANCHORS SEE ELEV. FOR SPACING . 18Y WOOD BUCK Ii TYPICAL ANCHOR SEE ELEV. w x ¢ FOR SPACING -.,...,_ `� ❑ 4't 1 o METAL STRUCTURE TYPICAL ANCHORS SEE FOR SPACING t 4 1 /13 1` 1r COMP— ANL \W10- 11FPGJI AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1236 S.W. 87 AVE MIAMI. FLORIDA 33174 TEL (306) 2648100 FAX. (305) 26246978 lik° 111111-- Niill II N _ O s N © 0 0 — ° O 3 , O \ N \ WAG MIAMI -DADE COUNTY APPROVED ANCHORS . \� TYPI SEE 0 FOR ANCHORS LEV. ACING SEELLSEPARATE NOAN 1 #8 X 2° FH SMS AT 3 -1/2° FROM ENDS I AND 15" O.C. MAX. OUT -SWING WOOD PATIO DOOR F.P.G. WHOLESALE INC. 7190 CORAL WAY MIAMI, FLORIDA 33155 TEL. (305) 266 -2296 FAX (305) 261 -6540 `C � �, TYPICAL ANCHORS SEE FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY F.P.G. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1 g X OB TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fu =120 KSI, Fy =92 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (N.177 KSI, Fy =155 KR) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) a a,'•;"/ W iF4 = '� -- T �/ SURFACE BOLTS SE SHEET EXTERIOR - .'- ` '' ` • • t`; ` ,, „ description - _ -- 1 REV. PER 6000 COMMENTS i�, ;• 1. -, .�••:; -; " 11111' INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090 °) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) #8 X 2° FH SMS ALUMINUM : 1/8' THK. MIN. (6063 -T5 MIN.) AT 3 -1/2° FROM ENDS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) AND 15° O.C. MAX. TYPICAL EDGE DISTANCE g O <. /1111,- Z o•� 5"", � /�, • INTO CONCRETE AND MASONRY = 2" MIN. 'OM'1" © ® INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'e = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. O g�•••• n l N I - 8 I la. ° h i> —� 9 a` a 5 -, r"- .. - ��...- r�lt' Ac r/ © O 99,i_ 6 Env: JAVAD AHMAD CIVIL FLA PE jI 70592 CAN. J538 IL �I 2014 Florida , �yPly� NOAA MLY �O10 �voAU o I I�" y�[1 a I�Ii�� v a , ° 1 v v s a . L v �o v TYPICAL ANCHORS ,/ SEE ELEV. FOR SPACING I(/ v a° a TYPICAL ANCHORS SEE ELEV. FOR SPACING ° '4 v POLYURETHANE °O ,paJ NJ D' By drawing no. _ ) GLUE DOOR UNITS SIDELITE UNITS sheeto4 of 8 TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 ACTIVE LEAF 6D X 1 -3/4° LONG BRAD NAILS AT 12" D.C. MAX. a � v &_W-., � 1 11111 ■ iigini i MI HUMOR NIr, #8X2° FH WOOD SCREWS IN PAIRS (10) AT EACH END AT 3/8° FROM ENDS AND 2" O.C. MAX. INACTIVE LEAF LEAF WIDTH #8 X 2° FH WOOD SCREWS AT 15 -3/4° FROM ENDS AND 8° O.C. MAX. EXTERIOR LEAF WIDTH INSET WIDTH . 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 BY WOOD BUCK 1/4° MAX. ACTIVE LEAF FRAME WIDTH 0 5 1/2° MIN. LEAF WIDTH FRAME WIDTH EXTERIOR LEAF WIDTH SHIM Engr. JAVAD AHMAD CN¢ F1A PE 1_70592 CAN. 3538 APpnwEd es eemptyinveldt the N = x2010 n4lemi��am Poor coorol "By J ce O O 0 Z UT S a B lo drawing no. W1O -11 (sheet 5 of 8 ) 2DY WOOD SUCK o TYPICAL ANCHORS SEE ELEV. FOR SPACING #8 X 2" EN SMS AT 5 -3/4" FROM ENDS AND 14 -1/4" 0.C. MAX. 1 /4" X 2 -1/4" ITW TAPCONS AT 3" FROM ENDS AND 12" O.C. MAX. 3 -1/2" X 1/8" ALUM PLATE FULL LENGTH �8 X 3/4" FH SMS IN PAIRS AT 1" FROM ENDS & 10 -1/2" O.C. I/4" MAX. SHIM FRAME WIDTH LEAF WIDTH SILICONE DOW CORNING 795 Engr. JAVA') ANMAD OWL FLA PE B 70592 CAN. 3539 C-f0 2010 Appwvedan oamplybigaith th Dot= — de o■ 03 y aE VV 4 o 1 droning no. W10 -11 (sheet 6 of 8 L .650 7 5.250 IC I d 3.140 O FRAME HEAD /JAMB 3.925 1.750 LT— t2 5.500 INTERMEDIATE STILE .492 r1.750-{ 5.500 4.713 1.- .492 O TOP & BOTTOM RAIL HINGE & LOCK STILE /SIDELITE STILE q 1.181 1.693 -.1.819 O7 GLAZING BEAD r 1.750 -1 --=I 5.500 .492 ALTERNATE ALTERNATE TOP & BOTTOM RAIL HINGE & LOCK STILE /SIDELITE STILE 2.500 ASTRAGAL ITEM # PART g REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 - 3/ DOOR FRAME HEAD /JAMB WOOD - 2 - AS REDD. AS REOD. TOP & BOTTOM RAIL/HINGE & LOCK STILE /SIDELITE STILE WOOD - 3 - ALTERNATE TOP & BOTTOM RAIL /HINGE & LOCK STILE /SIDELITE STILE WOOD - 4 - 1 SILL COVER ALUMINUM - 5 - 1 SILL FILLER WOOD - 6 - 1 FRAME SILL WOOD - 7 - AS REDD. GLAZING BEAD WOOD - 8 - 1 ASTRAGAL PLYWOOD AB MARINE GRADE 13 PLY 9 - 1 ASTRAGAL INTERIOR COVER WOOD - 10 - - ASTRAGAL EXTERIOR COVER W0013 - 12 - AS REOD. INTERMEDIATE STILE WOOD - 13 544 4/ LEAF HINGE STEEL OR ST /ST DELTANA 14 #10 X 3" 3/ CORNER FRAME ASSEMBLY SCREWS FLAT HEAD - - 15 0E80650 AS REOD. FRAME WEATHERSTRIPPING 0 -LON PVC SCHLEGEL WOOD OPTIONS 1- SOUTHERN CHERRY 2- ANDEAN WALNUT 3- TROPICAL WALNUT 4- WHITE OAK 5- YESQUERO SPECIFIC GRAVITY = 0.50 MIN. (E.1 ;100,000) GRADE m 2 MIN. MOISTURE CONTENT m 129. MAX. 1.750 1.309 1.509 .375 -.I L- L.2s0 O ASTRAGAL INT. COVER z7s I�I -M 1.000 10 ASTRAGAL EXT. COVER .13" THK. STEEL HINGE INSTALLATION SCREWS TO PANEL (4) #12 X 1 -1/4" FH SMS TO FRAME (2) #12 X 3/4" FH SMS IN INNER HOLES (2) 1/4" X 2 -1/4" FH TAPCON IN OUTER HOLES 4.625 j__.062 J- O SILL COVER 6083 -T5 1.820 900 I k- 1.600 -" IP-1.600 1 .295_T 2.400 —M T OSILL FILLER O FRAME SILL WOOD WOOD SEALANT: FRAME & PANEL CORNERS SEALED WITH DUROLOK CM902 SEALANT. FRAME AND PANEL CLADDING GLUED WITH TECHNOBOND L5605. HINGES: 4° X 4" X .130" THK. HINGE 4 PER LEAF AT 9 -3/4" FROM EACH END AND 25 -1/2" O.C. MAX. LOCKS: CONVENTIONAL LOCKSET WITH DEAD BOLT AT ACTIVE LEAF LOCK STILE KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR PASSAGE LOCK AT 36" FROM BOTTOM, DEAD BOLT AT 42° FROM BOTTOM OPTION 1 = EMTEK CORTINA KEYED ENTRY DOOR LEVERSET OPTION 2 = KWIKSET POLO KEYED ENTRY DOOR KNOBSET OPTION 3 = BALDWIN KEYED ENTRY DOOR LEVERSET MANUALLY OPERATED SURFACE BOLTS BY 'DELTANA' AT TOP AND BOTTOM OF ACTIVE LEAF. (MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) MANUALLY OPERATED CONCEALED FLUSH BOLTS 2830 BY HAGER OR FPG WITH 5/8" THROW AT TOP & BOTTOM OF INACTIVE LEAF. Engr: JAVA° ANMAO CKL FLA. PE Y 70592 CAN. 3535 li 0 Q E N Q 0, g IZ 0? Q O0.QQ D cc.0 Q °DPI I'. g a 61E O ZJ 0. U 1 0 .0 ; O8 co` 4 • drawing no. W10 -11 (sheet 7 of 8 5" X 5/8" WOOD DOWEL 5" X 5/8" WOOD DOWEL FRAME TOP CORNER PANEL TOP CORNER INTERMEDIATE CORNER 5" X 5/8" WOOD DOWEL ApZWOved ® com$ymB with dim Florida B • Date . . z0/0 I40• By FRAME BOTTOM CORNER PANEL BOTTOM CORNER drawing no. W10 -11 sheet 8 of 8 •